Monolitická železobetonová konstrukce administrativní budovy
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Vysoká škola báňská - Technická univerzita Ostrava
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This thesis deals with static analysis of the above-ground part of the skeletal structure of the reinforced concrete office building. The main part of the thesis is devoted to static design and assessment of individual supporting elements of reinforced concrete structure. In the Scia Engineer 2016, a static model of the entire construction was created. Internal forces were obtained from this model and verified by manual calculation. The parts were further assessed. In the attachment there are selected drawings of the structural part of the building.
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Static analysis, internal forces, reliability assessment, concrete, concrete reinforcement, slab, column